Research Article
Jan 1974
Buckling of Reinforced Concrete Plates
Publication: Journal of the Structural Division
Volume 100, Issue 1
Abstract
Four prediction equations are developed based on the assumptions that the composite material will behave either orthotropically or isotropically when buckling occurs and that in either case, the tangent modulus theory or the double modulus theory would prevail. The results of these analyses are applied to 24 reinforced concrete plates which were tested in uniaxial compression. The buckling loads obtained for these plates are compared with those predicted by the various formulas. The maximum difference between predictions obtained from these formulas is about 25%. It is concluded that the assumption of isotropic behavior along with the tangent modulus buckling theory yields essentially conservative, yet fairly accurate results. Formulas based on this case and incorporating certain simplifications are developed and proposed for the analysis and design of these plates.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Journal of the Structural Division
Volume 100 • Issue 1 • January 1974
Pages: 195 - 208
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Jan 1974
Published online: Feb 1, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Stuart E. Swartz, M.ASCE
Assoc. Prof. of Civ. Engrg., Kansas State Univ., Manhattan, Kan.
Vernon H. Rosebraugh, F.ASCE
Prof. of Civ. Engrg., Kansas State Univ., Manhattan, Kans.
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.